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contributor authorRobert H. Scanlan
date accessioned2017-05-08T20:51:16Z
date available2017-05-08T20:51:16Z
date copyrightJuly 1984
date issued1984
identifier other%28asce%290733-9445%281984%29110%3A7%281433%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29345
description abstractThe problem of the wind buffeting of bluff bodies, in this instance bridge decks, is reexamined in the present paper from the standpoint of linearized theory. The links of flutter derivatives to aerodynamic indicial functions are first recalled and extended. The possibility that these functions offer of simplifying investigative aerodynamic tests of bridge models is discussed. Finally, the gust response problem is set up for a two‐dimensional model in the time domain, employing aerodynamic indicial functions. The equations are then Fourier transformed to the frequency domain, preserving in the process the correct relations between the frequency‐dependent flutter coefficients and the aerodynamic buffeting force spectra. Methods for estimating maximal excursions of the model are then recalled. The paper offers a theoretical framework for future wind tunnel model investigations under turbulent flow.
publisherAmerican Society of Civil Engineers
titleRole of Indicial Functions in Buffeting Analysis of Bridges
typeJournal Paper
journal volume110
journal issue7
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1984)110:7(1433)
treeJournal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 007
contenttypeFulltext


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